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    MATHEMATICAL MODEL FOR DARCY FORCHHEIMER FLOW WITHAPPLICATIONS TO WELL PERFORMANCE ANALYSIS

    By

    ABIODUN MATTHEW AMAO, B.Sc.

    A THESIS

    IN

    PETROLEUM ENGINEERING

    Submitted to the Graduate Facultyof Texas Tech University in

    Partial Fulfillment of

    the Requirements forthe Degree of

    MASTER OF SCIENCE

    IN

    PETROLEUM ENGINEERING

    Approved

    Akif IbragimovChairperson of the Committee

    Shameem SiddiquiCo-Chair of the Committee

    Eugenio Aulisa

    Lloyd Heinze

    Accepted

    John BorrelliDean of the Graduate School

    August, 2007

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    ii

    ACKNOWLEDGEMENTS

    This research was conducted at Texas Tech University under the supervision of

    Dr. Akif Ibragimov and Dr. Shameem Siddiqui. I like to express my sincere thanks to Dr.

    Akif Ibragimov and Dr. Eugene Aulisa who introduced this concept to me and supported

    me with the mathematical framework for the thesis. Dr. Shameem Siddiqui and Mr.

    Joseph McInerney were very helpful with the laboratory and experimental aspect of the

    thesis. My sincere gratitude goes to the Chair of the Petroleum Engineering Department,

    Dr Lloyd Heinze for his leadership and administrative prowess.

    I am indebted to all members of staff and colleagues who contributed in one wayor the other to the success of my academic pursuit at Texas Tech University.

    I deeply appreciate the moral support of my family back in Nigeria, my uncle

    John Oyedeji, Nengi Harry and all loved ones and friends back home.

    I appreciate the friendship and support of friends and members of my church in

    Lubbock, International Christian Fellowship.

    Finally and most reverently, I thank the Lord for His mercy, grace and blessings

    which are too numerous for words.

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    iii

    TABLE OF CONTENTS

    ACKNOWLEDGEMENTS ii

    ABSTRACT vi

    LIST OF TABLES vii

    LIST OF FIGURES ix

    LIST OF ABBREVIATIONS xii

    CHAPTER

    I. INTRODUCTION AND BACKGROUND 1

    1.1 Background 31.2 Porous Media and Equations of Flow 6

    1.3 Darcys Law: Assumptions and Limitations 7

    1.4 Non-Darcy Flow; Darcy-Forchheimer Flow Equation 9

    1.5 Flow Regimes in Porous Media 12

    1.6 Significance of Thesis and Organization 14

    II LITERATURE REVIEW 17

    2.1 Non-Darcy Flow in the Reservoir 19

    2.2 Flow in Fractures 23

    2.3 Completions, Gravel Packs and Perforations 25

    2.4 Beta Factor , its Measurement and Correlations 26

    2.5 Non-Darcy Flow Modeling 30

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    III PROBLEM STATEMENT 34

    3.1 Importance of Accurate Reservoir Pressure Prediction 35

    3.2 Limitations of Current Techniques 36

    3.3 Laboratory Experiments on Non-Darcy flow in Cores 37

    3.4. Problem Statement 42

    IV SOLUTION STATEMENT 44

    4.1 Proposed Solution 44

    4.2 Derivation of the Mathematical Model 444.3 Description of the Simulator 47

    4.4 Numerical Computation and Algorithm 48

    4.5 Laboratory Measurement of Beta Factor 50

    V. RESULTS OF NUMERICAL COMPUTATIONS 55

    5.1 Horizontal Well in a Rectangular Reservoir 55

    5.2 Centered Circular Well in a Rectangular Reservoir 69

    5.3 Off-centered Circular Well in a Rectangular Reservoir 72

    5.4 Centered Circular Well in a Square Reservoir 75

    5.5 Off-centered Circular well in a Square Reservoir 78

    5.6 Concentric Well in a Circular Reservoir 81

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    VI ANALYSIS AND DISCUSSION OF RESULTS 84

    6.1 Analysis and Discussion of Experimental Results 84

    6.2 Analysis and Discussion of Computational Results 96

    VII. CONCLUSIONS AND RECOMMENDATIONS 106

    7.1 Conclusions 106

    7.2 Recommendations 107

    REFERENCES 108

    APPENDICES 115

    A. RESULTS OF LABORATORY MEASUREMENTS OF ABSOLUTE

    PERMEABILITY 115

    B. ALGORITHM FOR SELECTION OF THE RIGHT BETA FACTOR

    CORRELATION 136

    C. EXPERIMENTAL SET UP AND EQUIPMENT USED IN THE

    LABORATORY 138

    D. VITA 141

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    ABSTRACT

    Well performance and productivity evaluation is a fundamental role of petroleum

    engineers and this is done at different phases of petroleum production; from the reservoir

    to the well bore through the tubulars and ultimately to the stock tank. This task requires

    physical and mathematical models that adequately characterize oil and gas flow at these

    different phases of petroleum production.

    This thesis reviews different scenarios where the effects of non-linearity in flow

    are apparent in petroleum and gas reservoirs and cannot be neglected any more.

    Laboratory experiments were carried out on core samples to show non-linearity in flow,which confirms deviation from the traditional Darcy law, used in reservoir flow

    modeling.

    Historically non-Darcy flow has only been reckoned with in high flow rate gas

    wells, in which it has been treated as a rate dependent skin factor and has been assumed

    to act only in the vicinity of the well-bore, while neglecting the reservoir. This work

    seeks to show the inherent errors due to the negligence of this phenomenon, which is

    fundamental to the calculation of the productivity index of the well. Using the modified

    non-linear Darcy law as the equation of motion to model filtration in porous media, this

    new model is compared to the conventional Darcy law. The proposed method delivers

    robust framework to model non-linear flow in the reservoir.

    The result of this project will equip reservoir engineers with a robust technique to

    analyze well performance; this approach will provide better evaluation tool for selecting

    wells for remedial operations such as work-over or stimulation.

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    vii

    LIST OF TABLES

    3.1 Result of non-Darcy flow experiment on core #13 37

    3.2 Result of non-Darcy flow experiment on core #9 39

    3.3 Result of non-Darcy flow experiment on core #26 41

    4.1 Porosity, physical properties and Lithology of core samples used 52

    4.2 Porosity ranking and cores used for permeability measurements 53

    4.3 Porosity and permeability of cores samples used in beta factor experiment 54

    5.1 Productivity index at different drain hole lengths 57

    5.2 Productivity index @ L=5000cm at different rates and beta values 595.3 Productivity index @ L=10,000cm at different rates and beta values 61

    5.4 Productivity index @ L=20,000cm at different rates and beta values 63

    5.5 Productivity index @ L=30,000cm at different rates and beta values 65

    5.6 Productivity index @ L=40,000cm at different rates and beta values 67

    5.7 Productivity index at different rates and beta values for Geometry 5.2 70

    5.8 Productivity index at different rates and beta values for Geometry 5.3 73

    5.9 Productivity index at different rates and beta values for Geometry 5.4 76

    5.10 Productivity index at different rates and beta values for Geometry 5.5 79

    5.11 Productivity index at different rates and beta values for Geometry 5.6 80

    6.1: Beta factor correlations used for analysis 84

    6.2: Calculated beta values using the nine correlations 85

    A.1: Experimental results of permeability measurement on core #1 115

    A.2: Experimental results of permeability measurement on core #3 118

    A.3: Experimental results of permeability measurement on core #6 120

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    A.4: Experimental results of permeability measurement on core #9 122

    A.5: Experimental results of permeability measurement on core #10 124

    A.6: Experimental results of permeability measurement on core #13 126

    A.7: Experimental results of permeability measurement on core #22 128

    A.8: Experimental results of permeability measurement on core #23 130

    A.9: Experimental results of permeability measurement on core #25 132

    A.10: Experimental results of permeability measurement on core #26 134

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    ix

    LIST OF FIGURES

    1.1 Flow regimes in porous media after Basak (1977) 14

    3.1 Experimental result of non-linearity in flow through core #13 38

    3.2 Experimental result of non-linearity in flow through core #9 40

    3.3 Experimental result of non-linearity in flow though core #26 42

    4.1 Flow chart of numerical computation 49

    4.2 Experimental setup for permeability and beta factor experiments 50

    4.3 Procedure for laboratory measurement of beta factor 51

    5.1 Geometry of the horizontal drain in a rectangular reservoir 565.2 Plot of productivity index at different drain hole lengths 58

    5.3 Productivity index vs. rate @ L=5000 cm 60

    5.4 Productivity index vs. rate @ L=10000 cm 62

    5.5 Productivity index vs. rate @ L=20000 cm 64

    5.6 Productivity index vs. rate @ L=30000 cm 66

    5.7 Productivity index vs. rate @ L=40000 cm 68

    5.8 Circular well in a rectangular reservoir (Geometry 5.2) 69

    5.9 Productivity index plot for Geometry 5.2 71

    5.10 Off-centered circular well in a rectangular reservoir (Geometry 5.3) 72

    5.11 Productivity index plot for Geometry 5.3 74

    5.12 Circular well in a square shaped reservoir (Geometry 5.4) 75

    5.13 Productivity index plot for Geometry 5.4 77

    5.14 Off-centered circular well in a square reservoir (Geometry 5.5) 78

    5.15 Productivity index plot for Geometry 5.5 80

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    5.16 Circular well in a circular reservoir (Geometry 5.6) 81

    5.17 Productivity index plot for Geometry 5.6 83

    6.1: Calculated beta factors for core #10, using the correlations 86

    6.2: Calculated beta factors for core #9, using the correlations 87

    6.3: Calculated beta factors for core #1, using the correlations 88

    6.4: Calculated beta factors for core #6, using the correlations 89

    6.5: Calculated beta factors for core #3, using the correlations 90

    6.6: Calculated beta factors for core #25, using the correlations 91

    6.7: Calculated beta factors for core #13, using the correlations 926.8: Calculated beta factors for core #23, using the correlations 93

    6.9: Calculated beta factors for core #22, using the correlations 94

    6.10: Calculated beta factors for core #26, using the correlations 95

    6.11: Productivity Index versus length for different rates at =0 97

    6.12: Productivity Index versus length for different rates at =2.4 98

    6.13: Productivity Index versus length for different rates at =24 99

    6.14: Productivity Index versus length for different rates at =240 100

    6.15: Comparison of Productivity Index for all Geometries used at = 0 102

    6.16: Comparison of Productivity Index for all Geometries used at = 2.4 103

    6.17: Comparison of Productivity Index for all Geometries used at = 24 104

    6.18: Comparison of Productivity Index for all Geometries used at = 240 105

    A.1: Darcys law plot for core #1 116

    A.2: Klinkenberg correction plot for core #1 117

    x

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    xi

    A.3: Darcys law plot for core #3 118

    A.4: Klinkenberg correction plot for core #3 119

    A.5: Darcys law plot for core #6 120

    A.6: Klinkenberg correction plot for core #6 121

    A.7: Darcys law plot for core #9 122

    A.8: Klinkenberg correction plot for core #9 123

    A.9: Darcys law plot for core #10 124

    A.10: Klinkenberg correction plot for core #10 125

    A.11: Darcys law plot for core #13 126A.12: Klinkenberg correction plot for core #13 127

    A.13: Darcys law plot for core #22 128

    A.14: Klinkenberg correction plot for core #22 129

    A.15: Darcys law plot for core #23 130

    A.16: Klinkenberg correction plot for core #23 131

    A.17: Darcys law plot for core #25 132

    A.18: Klinkenberg correction plot for core #25 133

    A.19: Darcys law plot for core #26 134

    A.20: Klinkenberg correction plot for core #26 135

    B.1: Beta Factor Correlation Selection Chart 137

    C.1: Gas Permeameter, Hassler core holder and bubble flow tube 138

    C.2: Helium Porosimeter 139

    C.3: The core samples used for the experiments 140

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    LIST OF ABBREVIATIONS

    Symbol Definition

    A Cross-sectional Area

    Bo Oil formation volume factor

    Bg Gas formation volume factor

    d Average grain diameter

    D Non-Darcy flow coefficient

    F Flux

    F ND Non-Darcy Fluxh height of fluid head

    h Reservoir thickness

    J Productivity index

    K Permeability

    L Length of Core/ Sand bed

    M Gas Molecular weight

    P Pressure

    R P Average reservoir pressure

    P wf Well flowing pressure

    q Production rate

    RE N Reynolds number

    r d Reservoir drainage radius

    r e External boundary radius

    r w Well bore radius

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    S Skin factor

    St Total Skin

    t Time

    T Temperature

    v Flow velocity

    x, y, z Rectangular coordinates

    Z Gas compressibility factor

    Greek Letter

    Fluid density

    Alpha

    Inertial factor

    Viscosity

    Porosity

    Tortuosity

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    xiv

    Subscript

    o Oil

    g Gas

    w Water

    sc Standard conditions

    f Fracture

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    CHAPTER I

    INTRODUCTION AND BACKGROUND

    The analysis and prediction of reservoir and well performance requires diverse

    information which a reservoir or a production engineer must have before he/she can

    adequately analyze reservoir performance or predict future production under various

    production mechanisms, the key to which is a consistent and representative mathematical

    model of the physical parameters governing flow in the reservoir.

    Several techniques by which reservoir parameters can be acquired have been

    devised. These include core analysis, well logging and pressure transient testing/analysis;of these techniques, pressure transient analysis gives the most representative information

    on the reservoir at a scale consistent with the size of the reservoir.

    Pressure transient testing is simply generating and measuring pressure variation

    with time in wells after a characteristic disturbance has been generated in the well;

    analysis of the generated data leads to an estimation of rock, fluid, well and reservoir

    properties which are required in well performance engineering.

    Information obtained from transient testing include well-bore volume, skin,

    damage/improvement, reservoir pressure, permeability, porosity, reserves, reservoir and

    fluid discontinuities which are key input in reservoir performance analysis, well

    improvement schemes, economic analysis and production forecast.

    Historically, in oil field practice the productive capacity of producing wells is

    generally evaluated using the productivity index (PI), defined as the rate of production

    per unit pressure drop. It has the symbol J , and it is expressed mathematically as:

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    wf R P P q

    J = (1.1)

    Where q = Production rate

    R P = Average reservoir pressure

    P wf = Well flowing pressure

    And based on Darcy law, the productivity index is given by;

    S r r

    B

    hk P P

    q J

    w

    e

    av

    wf R +

    =

    =

    43

    ln2.141

    (1.2)

    Where,

    k av = Average permeability

    S = Skin factor

    The productivity index J for different reservoir geometry, based on the shape

    factor is given as;

    +

    ==S

    r C

    A B

    hk P P q

    J

    w A

    av

    wf

    4306.10

    ln21

    0078.0

    2 (1.3)

    Where,

    C A = Shape factor

    A = Drainage area

    The productivity index has been traditionally calculated based on the fundamental

    assumption of the validity of Darcys law in porous media.

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    However, Darcys law breaks down under conditions of high velocity flow which

    is proven to exist in gas wells, high permeability reservoirs, fractured reservoirs

    (naturally and hydraulically fractured) and in perforations, especially near the well bore.

    This work seeks to review the dynamics of non-Darcy flow and how it affects the

    productivity index calculation and well performance prediction in different reservoir

    geometry and scenarios.

    1.1 Background

    The physics of fluid flow in different media and conduits is a well researched areain engineering with groundbreaking works by pioneer workers in this field of

    engineering. Equations describing flows in media such as cylindrical pipes, rectangular

    conduits, and other forms and shapes of conduits have been developed analytically over

    the years.

    The three fundamental principles governing flow in any media and upon which

    the development of these flow equations are based are:

    (a) Law of conservation of mass or the continuity equation

    (b) Equation of state of the fluid

    (c) Law governing the dynamics of fluid flow or Newtons law

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    Mathematical expression and statement of these laws are given below:

    (a) Law of conservation of mass or the continuity equation

    This law states that the net excess of mass flux, per unit time into or out of any

    infinitesimal volume element in the fluid system is exactly equal to the change per unit

    time of the fluid density in that element multiplied by the free volume of the element,

    stated mathematically as:

    dt dz vd

    dy

    vd

    dxvd

    v z y x

    =++= )()()().( (1.4)

    (b) Equation of State

    This is the equation that describes the fluid and its thermodynamic flow properties

    as it relates to pressure, temperature and density. It is stated simply as;

    0),,( =T P f (1.5)

    (c) Law governing the dynamics of fluid flow (Newtons Law)

    This law imposes on the velocity distribution in every flow system the

    requirement of a dynamical equilibrium between the inertial forces and the viscous forces

    and those due to external body forces and the internal distribution of fluid pressures. This

    law takes into account all the forces acting on the fluid as it flows in the medium, the

    forces acting on an elemental fluid particle and their equations are;

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    (i) Pressure gradients in the coordinates of flow

    dz dp

    dydp

    dxdp

    ,,

    (ii) External body forces, such as gravity in the direction of flow

    z y x F F F ,,

    (iii) Forces opposing motion or viscous forces, due to internal resistance of the

    fluid to flow. An expression for viscous flow is given by:

    dxd

    v x

    312 + ,

    dyd

    v y

    312 + ,

    dz d

    v z

    312 +

    where,

    2

    2

    2

    2

    2

    22

    dz d

    dyd

    dxd ++ and

    dz dv

    dy

    dv

    dxdv

    v z y x ++== . (from the continuity equation)

    The flow equation is obtained by equating the sum of these three forces stated

    above to the product of mass and acceleration of the volume element of the fluid,

    therefore for an elemental fluid particle, the acceleration is given by the total time

    derivative of the velocity given by,

    dz d

    vdyd

    vdxd

    vdt d

    dz d

    dt dz

    dyd

    dt dy

    dxd

    dt dx

    dt d

    Dt D

    z y x +++=+++

    Combining these parameters gives the Navier Stokes equation in three dimensions

    dxd

    v F dxdp

    Dt Dv

    x x x

    312 +++= (1.6a)

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    dyd

    v F dydp

    Dt

    Dv y y

    y

    312 +++= (1.6b)

    dz d

    v F dz dp

    Dt Dv

    z z z

    312

    +++= (1.6c)

    The three laws and equations stated above are mathematically and scientifically

    sufficient to predict all the parameters of the flow of a viscous fluid flowing through a

    medium of any shape, size or geometry.

    The particular solution of the partial differential equations stated above for a

    given medium is only possible when the boundaries of such a medium are clearly

    defined. That is, the fluid system and the detailed physical conditions that serve as the

    initial conditions of the system must be known before a solution can be obtained for any

    flow medium or geometry.

    1.2 Porous Media and Equations of Flow

    A porous medium can be defined as a solid body which contains void spaces or

    pores that are distributed randomly; without any conceivable pattern throughout the

    structure of the solid body. Extremely small voids are called molecular interstices and

    very large ones are called caverns or vugs. Pores (intergranular and intercrystalline) are

    intermediate between caverns and molecular interstices.

    Fluid flow can only take place in the inter-connected pore space of the porous

    media; this is called the effective pore space.

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    Petroleum reservoirs are porous media and the storage and flow of hydrocarbons

    takes place in these pore spaces which serve as conduit to the flow of oil, gas and water

    during production or the depletion of a reservoir. Some peculiarities of the porous

    media encountered in petroleum reservoirs are:

    (a) There is no geometry or geometrical quantity that can characterize or describe

    the system of pores in any porous body.

    (b) The pore walls are always irregularly converging or diverging and are highly

    irregular in any cross-section.

    (c) Visualizing pores as cylindrical tubes is not consistent with any pore systemknown in nature.

    These inherent and attendant characteristics of a porous medium makes it grossly

    impossible to solve the system of partial differential equations (1.4 ), (1.5) and (1.6)

    describing the general fluid flow phenomena stated earlier.

    Literature is replete with several simplifying assumptions made by earlier

    researchers to relate the pores in porous media to known shapes or geometry for which

    analytical or numerical solution has been gotten, but none of these rightly solves the

    porous media problem.

    1.3 Darcys Law: Assumptions and Limitations

    Henri Darcy, a French civil engineer, in his 1856 publication laid the real

    foundation of the quantitative theory of the flow of homogenous fluids through porous

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    media. As a civil engineer, he was interested in the flow characteristics of sand filters

    used to filter public water in the city of Dijon in France.

    The result of his classic experiments, globally known as Darcys law, is thus

    stated: The rate of flow Q of water through the filter bed is directly proportional to the

    area A of the sand and to the difference h in the height between the fluid heads at the

    inlet and outlet of the bed, and inversely proportional to the thickness L of the bed.

    This can be stated mathematically as:

    LhCA

    Q = (1.7)

    where C is a property characteristic of the sand or porous media.

    Darcys law represents a linear relationship between the flow rate Q and the head

    (pressure gradient) L

    h.

    The constant of proportionality C in the original Darcy equation has been

    expressed as k

    , where is the viscosity of the fluid and is called the permeability

    of the porous medium. Permeability is a property of the structure of the porous media

    and it is entirely independent of the nature of the fluid. It uniquely sums up the

    geometric properties of the porous media such as porosity, shape of the grains, size of

    the grains and the degree of cementation. The permeability k is considered to

    completely and uniquely characterize the dynamic properties of a porous media with

    respect to flow of fluids though it.

    k

    Hence, Darcys law is stated as:

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    dl dpk

    v

    = (1.8)

    And more generally as:

    dxdpkA

    q

    = (1.9)

    Darcys empirical equation is a statistical average of classical hydrodynamic

    equation over the minute and detailed variation occurring in the individual pores; it

    gives a simplified macroscopic representation.

    Inherent in the development of the Darcy flow model are the following assumptions;

    a) Darcys law assumes laminar or viscous flow (creep velocity); it does not

    involve the inertia term (the fluid density). This implies that the inertia or

    acceleration forces in the fluid are being neglected when compared to the

    classical Navier-Stokes equations.

    b) Darcys law assumes that in a porous medium a large surface area is exposed

    to fluid flow, hence the viscous resistance will greatly exceed acceleration

    forces in the fluid unless turbulence sets in.

    1.4 Non-Darcy Flow; Darcy-Forchheimer Flow Equation

    Darcys empirical flow model represents a simple linear relationship between

    flow rate and pressure drop in a porous media; any deviation from the Darcy flow

    scenario is termed non-Darcy flow.

    Physical causes for these deviations are grouped under the following headings 31;

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    a) High velocity flow effects.

    b) Molecular effects.

    c) Ionic effects.

    d) Non-Newtonian fluids phenomena.

    However, in petroleum engineering, the most common phenomenon is the high

    flow rate effect. High flow rate beyond the assumed laminar flow regime can occur in the

    following scenarios in petroleum reservoirs.

    a) Near the well bore (Perforations)

    b) Hydraulically fractured wellsc) Gas reservoirs

    d) Condensates reservoirs (Low viscosity crude reservoirs)

    e) High flow potential wells

    f) Naturally fractured reservoirs

    g) Gravel packs

    It is therefore imperative for reservoir engineers to develop a better flow model

    that is adequately representative and uniquely characterizes the physical parameters and

    variables in these flow scenarios.

    In 1901, Philippe Forchheimer, a Dutch man, while flowing gas thorough coal

    beds discovered that the relationship between flow rate and potential gradient is non-

    linear at sufficiently high velocity, and that this non-linearity increases with flow rate. He

    initially attributed this non-linear increase to turbulence in the fluid flow (it is now known

    that this non-linearity is due to inertial effects in the porous media), which he determined

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    to be proportional to , with a being a constant of proportionality. Cornel and Katz 6

    gave a value of to a, where (beta) is called the inertial factor and is the density

    of the fluid flowing through the medium.

    2av

    The additional pressure drop due to inertial losses is primarily due to the

    acceleration and deceleration effects of the fluid as it travels through the tortuous flow

    path of the porous media. The total pressure drop is thus given by Forchheimer empirical

    flow model stated traditionally as;

    2vvk dx

    dp += (1.11)

    This can also be written in vector notation as:

    P vvv =+ rrr (1.12)

    Wherek

    = ,

    The Forchheimer equation assumes that Darcys law is still valid, but that an

    additional term must be added to account for the increased pressure drop. Hence this

    equation will be called the Darcy-Forchheimer flow model in this thesis.

    Equation (1.11) is based on fitting an empirical equation through experimental data.

    However, Forchheimer based on these data set later propose a third order equation

    given by:

    32 cvbvavdx

    dp ++= (1.13)

    where a, b and c are constants as in equations (1.11) and (1.13) above.

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    Another flow model that has been proposed for flow in porous media is the power

    law model, given by:

    navdx

    dp = (1.15)

    where n has a value between 1 and 2

    In vector notation, it is stated as:

    P vvC nn = r1 (1.16)

    However, of these three models the most widely used is given by equation (1.11)

    and it will form the basis of analysis in this project to characterize high velocity non-

    Darcy flows in porous media.

    1.5 Flow Regimes in Porous Media

    Analogous to flow in pipes and conduits, several researchers have also tried to

    define a flow regime in porous media to distinguish flow regimes and to predict the onset

    of one or the termination of another. Typically for flow in pipes and conduits, the

    Reynolds number is used to delineate flow regimes. A Reynolds number less than 2100

    implies laminar flow, while a greater number implies turbulent flow. In porous media

    however, there is no clear limit or a magic number that defines this transition. The non-

    linearity experienced in non-Darcy flow is not a result of turbulence but inertia effects as

    stated earlier, hence non-Darcy flow is known to occur in porous media at a much more

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    lower Reynolds number, and it is not initiated by a change in flow regime. The Reynolds

    number in porous media is given by;

    vd N =Re (1.17)

    where d is average grain diameter of the grains in the porous media. However for a media

    with non-Darcy flow (e.g. a fracture) the Reynolds number is given by;

    k v

    N =Re (1.18)

    This is just another Reynolds number with the characteristic length defined by k .

    In the literature, depending on the flow velocity and the nature of the porous

    media different flow patterns have been observed. However four major regimes were

    proposed by Dybbs and Edwards (using laser anemometry and visualization technique).

    These four regimes are;

    a) Darcy or laminar flow where the flow is dominated by viscous forces, here the

    pressure gradient varies strictly linearly with the flow velocity. The Reynolds

    number at this point is less than 1.

    b) At increasing Reynolds number, a transition zone is observed leading to flow

    dominated by inertia effects. This begins in the range Re=1~10. This laminar

    inertia flow dominated region persists up to and Re of ~150.

    c) An unsteady laminar flow regime for Re =150 ~ 300 is characterized by

    occurrence of wake oscillations and development of vortices in the flow profile.

    d) A highly unsteady and chaotic flow regime for Re > 300, it resembles turbulent

    flow in pipes and is dominated by eddies and high head losses.

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    However there is large variation in the limiting Reynolds number for these

    transition zones as published in the literature, therefore one cannot be too categorical

    about limits and transition zones as it relates to the Reynolds number in porous media.

    Figure 1.1 below is a diagrammatic representation of the flow regimes in a porous

    media as proposed by Basak 49.

    Post-Darcy ZonePre-Darcy Zone Darcy Zone

    Forchheimer

    Laminar

    Pre-Laminar

    Turbulent

    No Flow

    Figure 1.1: Flow Regimes in Porous Media after Basak (1977)

    1.6 Significance of Thesis and Organization

    The results and knowledge gained from this thesis will be useful in adequately

    evaluating production performance of wells and aid reservoir engineers in modeling

    reservoir flow with more robust equations. Selection of candidate wells for well

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    engineering routines will be more objective and representative of actual scenario in the

    reservoir. The findings from this thesis will further illuminate known discrepancies in

    well test analysis and help to ratify a fundamental source of uncertainty in well test

    models.

    This thesis is organized into seven chapters; the contents of each chapter are

    summarized.

    Introduction and background; this chapter contains a brief introduction to the

    fundamental principles of fluid flow in porous media, with a review of governing

    equations of flow in porous media as it relates to Darcy and non-Darcy flows.Literature review; this is an assessment of current industry practice and

    methodology used to handle non-Darcy flow in different scenarios in the petroleum

    industry with a review of non-Darcy flow modeling in the literature.

    Problem statement; a categorical expression of the problem this thesis seeks to

    solve, with the motivation and importance of this solution to the petroleum industry.

    Solution statement; this is a procedural statement of the development of a

    proposed solution to the stated problem and why this approach is significantly different

    from previous approaches. It also gives a statement of the results expected using this

    procedure.

    Results; a catalogue of results obtained during laboratory experiment on core

    samples and numerical simulations of various reservoirs and well geometries.

    Discussion and analysis of results; the results obtained are compared with current

    industry practices and discussed.

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    Conclusions; the final chapter summarizes the thesis and presents the conclusions

    drawn.

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    CHAPTER II

    LITERATURE REVIEW

    In the early days of the petroleum industry it was noted that the pressure drop

    measured in the vicinity of the wellbore was greater than the pressure drop computed

    using industry-wide modeling equations 36. This excessive pressure drop was explained by

    assuming a decrease in permeability (formation alteration) due to formation damage in

    the vicinity of the wellbore. The capacity of a well to produce is generally accepted to be

    directly proportional to the pressure drop in the reservoir. Hurst and Van Everdingen 36 in

    the 1950s introduced a dimensionless term called the skin factor which was used toexplain this phenomenon 36. The skin factor (S) was originally designed to give a

    numerical value to the additional resistance assumed to be concentrated around the

    wellbore resulting from drilling and completion techniques employed or the production

    practices used. This ultimately leads to an additional pressure drop, this pressure drop is

    called the skin effect. The magnitude of the skin effect determines the productive

    capacity of a well. This has also been used in well performance evaluation and remedial

    operations.

    Over the years, the skin factor has been broken down into several components. An

    expression for the total skin (S) is given below:

    S = S c + S p + S d + S G + S A+ So (2.1)

    Where,

    S= skin

    Sc= completion skin due to partial penetration

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    S p= perforation skin

    Sd= skin due to damage around the well bore

    SG= gravel-pack skin

    SA= outer boundary geometry skin

    So= slanted well skin

    The additional pressure drop due to high velocity flow is also expressed as an

    equivalent skin, Dq; where q is the flow rate and D is a composite of the following high

    velocity flow terms;

    D = D R + D d + D dp + D G (2.2)Where

    DR = reservoir high velocity flow term beyond the well bore area

    Dd= damaged zone high velocity flow term

    Ddp= high velocity flow term in the region surrounding the perforations

    DG= high velocity flow term in a gravel packed perforation

    q = flow rate

    Assuming all the other skin sources are summed up in S, therefore, for the case of high

    velocity flows, the total skin factor will be given by;

    St = S + Dq (2.3)

    Where;

    St = Total skin

    Dq = rate dependent skin factor

    D = Non-Darcy flow coefficient

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    It is obvious that the value of the rate dependent skin (Dq) will not be a constant,

    in comparison to the mechanical skin, as it will depend on the flow rate, in a direct

    proportionality. This will subsequently vary the value of the total skin S t.

    As can be seen from the sources of skin enumerated above, the petroleum industry

    has known the inadequacy of Darcys law to adequately predict the pressure loss at high

    flow rate; however, this skin factor has been assumed to be concentrated in the vicinity of

    the wellbore i.e. at the sandface or across the completion, the effect of non-Darcy flow in

    the reservoir has been neglected and assumed to be negligible.

    The treatments of non-Darcy flows will be reviewed under the scenario wherethese effects come into play in reservoir engineering.

    2.1 Non-Darcy Flow in the Reservoir

    Non-Darcy flow occurs in petroleum reservoirs that have high conductivity to

    flow. Initially it was assumed that this phenomenon was only relevant to gas wells, but

    field observations and analysis show that it relevant to oil wells as well. This was proven

    by Fetkovitch during a comprehensive field study of 40 oil wells 10.

    As narrated above, non-Darcy flow has been treated as a rate dependent skin

    factor by the inclusion of the term Dq as an additional source of pressure loss in the

    vicinity of the wellbore. The various techniques for evaluating this parameter are

    reviewed below.

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    2.1.1 Multi-rate Tests

    Multi-rate tests are traditionally used to evaluate the deliverability of a gas or oil

    well, the additional pressure drop due to non-Darcy effect is calculated from the

    Houpeurt (back-pressure) analytical equation and from the empirical equation proposed

    by Rawlins and Schellhardt in 1936. These tests are listed below;

    (i) Flow after flow test

    (ii) Isochronal test

    (iii) Modified isochronal test

    2.1.1.1 Flow-After-Flow Tests

    This is also called the gas back pressure of four point test, it is conducted by

    producing the well at a series of different stabilized (pseudo-steady state) flow rates and

    measuring the stabilized bottom hole flowing pressure at the sand face. Each flow rate is

    established in succession, often conducted with a sequence of increasing flow rates. A

    major limitation of the test procedure is that the well must reach a stabilization period,

    especially in low-permeability formations that take longer to reach stabilization.

    Schellhardt and Rawlins of the USBM developed an empirical equation for analyzing

    back-pressure data based on field data analysis. They proposed a relationship which

    applicable only at low pressures is given by

    n s f P P C q )(

    22

    = (2.4)

    Where,

    C= Stabilized performance coefficient

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    n = inverse slope of log-log plot of ( ) versus q22 s f P P

    The theoretical value of n ranges from 0.5, which indicates non-Darcy flow regime, to 1.0

    indicating a flow regime governed by Darcys law

    A much more consistent analytical equation developed from the gas diffusivity

    equation was proposed by Houpeurt which is stated as;

    222 g g wf R Bq Aq P P += (Gas wells) (2.5)

    222 R P oowf Bq Aq P += (Oil wells) (2.6)

    Where,

    h K x B

    S r r

    Ao

    ot

    w

    e3

    0

    1008.775.0ln

    +

    =

    Dhk x

    B B

    o

    oo31008.7

    =

    +

    = t

    w

    e

    g

    g S r r

    hk x

    T z A 75.0ln

    1003.7 4

    Dhk x

    T z B

    g

    g

    41003.7 =

    q

    P P wf R22

    A Cartesian plot of ( ) against q gives a plot with intercept A and slope B,

    from which the value of D, can be calculated knowing all other variables.

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    2.1.1.2 Isochronal Tests

    s proposed by Jones, Blount and Glaze 19. This test was

    is long

    me pe

    .1.1.3 Modified Isochronal Tests

    This technique wa

    designed to shorten the stabilization time required for the flow after a flow test. Th

    time is usually impractical in some cases, especially in low-permeability reservoirs. It is

    conducted by alternating producing the well, then shutting the well in and allowing it to

    buildup to the average reservoir pressure before the beginning of the next flow period.

    Pressures are measured at several time increments during each flow period. The

    ti riod in which the pressures are monitored is the same relative to the stating time

    of each flow period. The same method of analysis is used to analyze the data to obtainvalues for D.

    2

    d in a paper by Brar and Aziz. It is a modification of

    e isoc

    ds

    is known to be less accurate than the isochronal test, due to this short time

    st

    This technique was propose

    th hronal test aimed at shortening the test times required for the well to build up to

    the average reservoir pressure in the drainage area of the well. It is conducted like an

    isochronal test, except that the shut in periods are of equal duration and the flow perio

    are of equal duration. The length of the shut-in period usually equals or exceeds the flow

    periods.

    It

    periods allowed for pressure build up. The data analysis is the same as the previous te

    types.

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    2.1.2 Single Well Test Techniques

    The use of a single we factor has been

    34,

    2.1.3 Correlations

    Ramey proposed an equation fo -Darcy flow coefficient if

    ulti-te

    ith

    ll test to estimate the non-Darcy skin

    proposed by several researchers. These include Camacho et al, Warren, Spivey et al

    Kim and Kang 21. They proposed new methods for using single well tests to obtain the

    rate dependent skin factor, based on the algorithms they developed.

    r calculating the non

    m st data are not available. The expression was obtained by integrating theForchheimer equation for the drainage radius r d to the well bore r w. However, he

    confirmed that the result may be in error of about 100%, based on a comparison w

    multi-rate tests. The expression is given as;

    w sc

    sc k Mp x Dhr T

    1510715.2 = (2.7)

    where the variables have the usual notations.

    2.2 Flow in Fractures

    The occurrence of non-Da n fractures is well documented

    tural or

    rcy flow phenomenon i

    in the literature. Early workers have come to understand the importance of this

    phenomenon as it affects the productivity of fractures. Fractures can either be na

    induced e.g. hydraulic fractures. The two distinct flow regimes observed during well tests

    in fractured reservoirs point to the fact that the flow regime in the matrix is different from

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    the flow regime in the fracture, although this has been thought to affect only the high rate

    wells.

    Hydraulic fracturing is a widely used completion method in the tight gas

    rmati

    on-

    2.2.1 Hydraulic FracturesIn hydraulic fracture stim productive capability and

    ells.

    ure

    .

    fo ons all over the world. Several hydraulic fracturing jobs are implemented

    annually. However, the performances of these fractures are highly dependent on n

    Darcy flow effects in the fracture. Several ongoing studies are looking into how to

    maximize fracture design and mitigate the non-Darcy effect in fractures.

    ulation of wells, the wells

    overall reserve recovery is impacted by non-Darcy flow as it causes a reduction in the

    propped half length to a lower effective half length. Fracture design engineers have

    historically neglected this phenomenon assuming that it only impacts high velocity w

    According to Vincent et al. 37, ignoring the non-Darcy effects while designing

    fractures will lead to inaccurate production forecasts, suboptimal fracture design and

    selection of inappropriate proppant type. They opined that fluid velocities in real fract

    are approximately 1000 times greater than laboratory measurements; hence laboratory-

    measured proppant permeability values are not really suitable when designing fractures

    Miskimins et al. 26 in their investigation of flow rates at which non-Darcy flow

    influences retained fracture permeability discovered that its effect is significant across a

    wide spectrum of flow rates from as low as 50-100 MCFD, and these decrease can range

    from 5% at a flow rate of 50 MCFD to 30% at 400 MCFD under a given set of

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    conditions. Presently in fracture design non-Darcy flow is integrated by accurate

    selection of a proppant type based on laboratory tests and field observation with

    particular emphasis on the beta factor of the proppant to be used.

    To optimize fracture design, Lopez-Hernandez et al. 24 prop

    osed a beta factor

    ethod by;m to calculate the effective fracture permeability eff f k . This parameter is given

    g

    g f

    f eff f vk

    k k

    +=

    1 (2.8)

    This expression was derived by combining the Darcy and non-Darcy flow equations in a

    eability when

    of

    2.3 Completions, Gravel Packs and Perforations

    fracture and solving for eff f k , which determines the actual pressure drop in the fracture.

    Another fracture gn criterion is to minimize the pressure loss due to the inertia

    losses by minimizing the 2v term in the traditional Darcy-Forchheimer equation. This

    can be achieved by selecting a proppant with an optimal beta factor.

    The beta factor may be more important than the reference perm

    desi

    selecting proppant for a fracturing job. Hence it is imperative to know the beta factor

    the proppant to be used in the design, as they are not usually reported in the industry.

    Several work ions and

    occur

    l

    ers have investigated non-Darcy flows in complet

    perforations. It was observed that large pressure drops in perforated completions

    mostly in the convergence zones and the in perforation tunnel, especially in high rate oi

    and gas wells. Nguyen 29 experimentally studied non-Darcy flow in perforations. He

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    discovered that non-Darcy flow in perforations is a function of perforation geometry,

    permeability of the gravel. In his experiments, he used water and air as the flowing fluid

    and came to the conclusion that the relationship between pressure drop and flow rate is

    non-linear. Therefore, a simplistic analysis of the flow using Darcys law will over

    predict the productivity and cases have been found where the productivity has been

    predicted by as much as 100%.

    In well performance engine

    and

    over-

    ering of gravel packed completions, it is important to

    2.4 Beta Factor , its Measurement and Correlations

    delineate the pressure drop due to mechanical skin or rate dependent skin (non-Darcy

    flow) so that the right remedial action can be taken to improve the productivity of thewell.

    The beta fa ditional Darcy-

    cient.

    d

    ression for the beta factor falls under two broad categories;

    empirical and theoretical models. The theoretical models are further divided into parallel

    and serial models.

    ctor , which is a constant of proportionality in the tra

    Forchheimer equation, was first proposed by Cornel and Katz 6. It is known by several

    names which include; non-Darcy flow coefficient, inertial flow coefficient and the

    turbulence factor. However, in these thesis we will adopt the non-Darcy flow coeffi

    It is widely agreed that is a property of the porous media; it is a strong function of the

    tortuosity of the flow path and it is usually determined from laboratory measurements an

    multi-rate well tests.

    The derived exp

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    In the parallel model, the porous medium is assumed to be made up of straig

    capillary bundles of uniform diameter. According to Li and Engler 22, based on the work

    of Ergun et al., and

    ht

    Polubarinova-kochina, an expression for the Beta factor for a parallel

    model is given by;

    5.15.0

    K c= (2.9

    Where c is a constan

    )

    t

    In the serial type model, the pore space is serially lined up; capillaries of different

    pore types are aligned in series. Li et al. also proposed an expression for the Beta factor

    d on the work of Scheidegger, the beta factor is given as;

    22

    for a series model base

    There are several empirical correlations in the literature used to predict the beta

    factor. These expressions differ due to the varied experimental procedure, porous media

    stently shown that permeability,

    riments on 355 sandstone and 29 limestone cores (vuggy,

    rystalline, fine grained sandstone) and came up with a correlation given by

    K c ''= (2.10)

    Where ''c is a constant related to pore size distribution

    and fluids used for the experiments. However, it is consi

    porosity and tortuosity are the main parameters on which the beta factor depends. Also,

    some correlations have been developed for multiphase flows, hence these correlations are

    function of saturation as well.

    2.4.1. Permeability Defined Beta Factors

    Jones 19 conducted expe

    c

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    55.1

    101015.6

    K x= (2.11)

    Pascal et al, based on mathematical analysis of data from Multirate wells in

    Where K is in md and in 1/ft

    hydraulically fractured reservoirs, proposed a correlation given by,

    176.1

    12108.4 K

    x= (2.12)

    Cooke based on his experiments in using brines, reservoir oils and gases in

    (2.13)

    ments,roposed the correlation given as,

    (2.14)

    l porous media proposed to use the following

    tions:

    (2.15)

    Where K is in md and is in 1/cm.

    Where K is in md and is in 1/m.

    propped fractures, predicted the non-Darcy coefficient as,

    abK =

    Where a and b are constants determined by experiments based on proppant type.

    2.4.2. Correlations Based on Permeability and Porosity

    Eguns empirical equation based on data found in the literature and experi p

    2/1 10(= ab 2/32/18 ) K

    Where a=1.75, b=150, K in Darcy and in 1/cm.

    Janicek and Katz, for natura

    equa

    4/34/581082.1 = K x

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    Geertsma based on his experiments on consolidated and unconsolidated

    sandstones, dolomites and limestone and a review of other works, he proposed an

    pirical correlation giveem n by:

    5.55.0

    005.0 =

    K (2.16)

    where K is in cm 2 and in cm -1

    2.4.3. Correlations Based on Permeability, Porosity and Tortuosity

    Liu et al further worked on the data

    onsidering the effect of tortuosity they got a better

    orrelation given as,

    used by Geertsma, Cornell and Katz, Evans

    and Evans and Whitey, and by c

    c

    x 8101

    K

    9.8= (2.17)

    Where is in ft -1 and K in md

    they proposed a correlation given by,Others include, Thauvin et al.,

    29.098.0

    35.341055.1

    K x= (2.18)

    -1

    the literature. In choosing a correlation to use in predicting the non-Darcy coefficient, Li

    .22 proposed the fo

    of the formation (e.g. from well logs)

    Where is in cm and K in Darcy

    This is not an exhaustive listing, there are several other correlations proposed in

    et al llowing guidelines.(see Appendix B)

    (a) Determine the lithology

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    (b) Determine what parameters are known or can be found, use the correlation

    that has as many known parameters as possible.

    (c) Determine the pore geometry of the formation and the relativity of flow

    ling

    direction to pore channels.

    2.5 Non-Darcy Flow Mode

    e

    Darcy f y equation has been widely used in well test models,

    servoir simulation models and all other petroleum engineering models to simulate fluidflow in the reservoir. One im predict reservoir pressure

    is

    er

    rchheimer equation for non-Darcy

    Fluid flow in porous media in the petroleum industry has been modeled by th

    low equation. The diffusivit

    re portant use of these models is to

    and other reservoir parameters that are required for well performance evaluation and

    prediction. Muskat 27 was the first to utilize Darcys law in deriving fluid flow equations

    in oil and gas reservoirs for different flow patterns and reservoir geometries. This has

    served the petroleum industry for a long while. However recent research and further

    insight into non-Darcy flow phenomenon in the reservoir and scenario where it occurs

    necessitating a new look into this historical trend.

    Numerical modeling of non-Darcy flows began in the 1960s; some of the pione

    workers include Smith, Swift et al., who investigated the effects of gas flow on well

    testing. Researchers in recent times are looking at newer and better ways of modeling

    fluid flow in porous media while integrating the Fo

    flow. Thus they are developing a new diffusivity equation that can be used in reservoir

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    simulators and other numerical models so that more accurate and better predictive mod

    can be obtained.

    Belhaj et al. 5 developed a new diffusivity equation that was used to model non-

    Darcy flow in the reservoir. They used a finite difference modeling scheme, based on the

    Crank-Nicholson

    els

    and Barakat-Clark numerical modeling methods, while comparing both

    Darcy and non-Darcy flows. They derived a new expression for the diffusivity equation

    based on the Darcy-Forchheimer equation in two dimensions stated as;

    y P

    x P

    t P

    K y P

    x P 22

    Based on the results of their numerical simulations, they opined that the

    ++ +=+ vvc 222

    Forchheimer

    model gave more realistic result for all ranges of pressure gradients, flow rates,

    permeabilities, porosities, viscosity and fluid density.

    g

    ling. He

    voir and also at the well bore

    Su33 of Saudi Aramco, in his publication detailed how non-Darcy flow modelin

    can be integrated into a reservoir simulator, especially for multiphase flow mode

    modeled both the rate dependent skin factor in the reser

    treating the two differently. He took the non-Darcy consideration into account, both in

    the cell to cell flux and in the vicinity of the well bore. His model also proposed the

    Darcy-Forchheimer equation for each phase flowing in the reservoir; his phase based

    non-Darcy flow equation is given as

    2

    A

    q

    AkK

    q

    dxdp j

    jrj

    j j += (2.19)

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    Where j denotes the phase, K r is the relative permeability. He used a cell-to-cell non-

    Darcy flow resistance flux factor, F to multiply the Darcy flow flux term, stated as

    Flux non-Darcy = F ND * Flux Darcy (2.20)

    n,

    ND

    He gave an approximate expression for the rate dependent skin factor by the expressio

    jr j kK

    w j r j h

    D

    ,2

    = (2.21)

    numerical simulations he opined that Darcy-Forchheimer can be applied to a multiphase

    system, that non-Darcy flow in occurring in the entire reservoir can be handled in a

    vector form they developed the following expressions

    Su35 applied his model to both oil and gas well, based on the result of his

    simulator and that this model can be easily integrated with a full blown numerical

    simulator.

    Jamiolahmady et al. 17, when modeling flow in a crushed perforated rock, they

    developed a mathematical model based on the Darcy-Forchheimer flow. From the

    equation in

    V V V k

    P + (2

    Where the gradient operator

    = .22)

    V is the absolute value of the velocity,

    From V given aswhich they obtained an expression for

    = P V

    + V k

    k

    1

    (2.23)

    The continuity equation for radial cylindrical coordinate system given as,

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    ( ) 01. =

    +=

    z V

    rV r r

    V z r (2.24)

    Is solved to obtain an expression for V given as,

    k 2

    ++=

    k

    P

    V

    2

    411

    The negative root is discarded, while the expression (2.25) is substituted in equation

    (2.24). This gives

    (2.25)

    0

    411 ++

    P

    k

    22.

    2=

    P r k

    (2.26)

    The above expression was solved based on the finite element method using the

    athematical

    their model shows the limitations of the current models used in well completion

    ngineering.

    Femlab (COMSOL Multiphysics) m modeling software. They opined that

    e

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    CHAPTER III

    PROBLEM STATEMENT

    The productivity index of a well is a powerful tool for well evaluation. It is the

    roduction rate divided by the drawdown. The productivity index, as an evaluation tool is

    only valid when the well is flowing in y state (PSS) regime. Until the

    pressure transient period during teady state pressure

    nt

    change

    ity barriers or impedance (e.g scales, asphaltenes, sand

    y of a

    y

    solution can be proffered to fix the problem. Based on the foregoing, it is obvious that a

    p

    a pseudo-stead

    a well test is passed and a s

    distribution is assumed in the well, the productivity index will not approximate a consta

    with any physical significance 28.

    The productivity index for an ideal well remains constant, even if the well production rate and the reservoir pressure changes during the life of the well 28. A

    in the productivity index of a well over its life is an indication of an anomaly, which may

    suggest the presence of permeabil

    production and any other skin effect) to fluid flow in the reservoir. The productivit

    well is a direct function of the pressure drop in the reservoir. Hence it is imperative to

    accurately delineate and evaluate the pressure drop and know the causes of such pressure

    drop in a well. This is the key goal of well performance engineering; evaluating and

    calculating the pressure drop, accurately knowing the cause of the pressure drop and

    designing a remedial action or proffering a solution to mitigate or remove the cause of the

    pressure drop thus increasing the productivity of the well.

    Therefore, in evaluating performance or non performance and in rectifying an

    well problem, the source of the problem must first be identified, and then the right

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    blanket description of all well problems under the Skin umbrella does not really suffice;

    to adequately resolve any well problem, its source must be known. This is one of the

    ain c em hallenges of this thesis; to show how poor fluid flow modeling can affect pressur

    predictions and resultant effect on the calculated well productivity index.

    3.1 Importance of Accurate Reservoir Pressure Prediction

    The pressure profile in the reservoir is very important to reservoir and product

    engineers. The production mechanism in petroleum reservoir are driven by pressure,

    hence knowledge of the pressure profile is essentially an indication of the

    ion

    producibility ofthe reservoir. Knowledge of the reservoir pressure is important for the following reasons;

    a) It gives

    r reservoir properties and for

    cted on wells to get one or some

    the well tests.

    an indication of the production mechanism of the well

    b) It shows the productive capacity of the well

    c) Knowing the pressure will help determine what additional equipment is

    required to lift the reservoir fluid to surface.

    d) It is required for reservoir management and planning.

    e) Pressure profile help in determining new well locations

    f) Pressure profile is a source of information fo

    hydraulic connectivity.

    Well tests and pressure surveys are usually condu

    of the above information based on the pressure data obtained from

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    3.2 Limitations of Current Techniques

    A review of current industry practices as it relates to high flow rate wells was

    n-

    arcy flow problem in petroleum engineering still requires further research, until more

    bust equations and models can be developed to solve this problem.

    Although the industry actor also called

    its

    not applicable.

    or

    done in chapter 2 of this thesis. From the review it is obvious that using the historical

    Darcys law to model fluid flow in high flow rate reservoir is not adequate. The no

    D

    ro

    over the years has introduced a fudge f

    the skin factor assumed to be applicable to a region of impaired permeability in the

    vicinity of the well bore. This has not adequately help to narrow down the problem toroot cause and has brought in lots of uncertainties. This may explain why some remedial

    jobs or work-over operations have not been successful. This is simply because the

    problem was never rightly diagnosed and hence, the solution applied is

    A great leap in well performance engineering will occur when well or reservoir

    problems are rightly diagnosed using the right models and tools, so that the proffered

    recommended solution will adequately fix the well problem at hand. The ability to rightly

    calculate the individual components of the composite skin factor will help in taking

    corrective measures to reduce its detrimental effect and thereby enhance the wells

    productivity. Until a problem is known, it may never have a solution or it can be rightly

    said that a problem known is half solved.

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    3.3 Laboratory Experiments on Non-Darcy flow in Cores

    The following results were obtained on core samples used in the Core Laboratory

    (Corelab) of the Department of Petroleum E

    ngineering Texas Tech University, to verify

    e certainty of non-Darcy flows at high pressure/flow rate. The experiments were

    onducted on core samples that represented different reservoir types- sandstones and

    arbonates (limestone and dolomite). The experimental results for three core samples

    (#13, #26 and #9) are p 3.2

    Core ID: #13

    th

    c

    c

    resented in tables 3.1, 3.2 and 3.3 respectively. Figures 3.1,

    and 3.3 are the graphical plot showing non-linearity in flow.

    Table 3.1: Result of non-Darcy flow experiment on Core #13

    Length: 6.1 cm Ambient Pressure 680.07 mmHg = 13.15 psia

    Diameter: 3.745 cm Temperature 74 F

    Area: 11.015 2cm Viscosity of 2 N 0.017584 cp

    P ( psi ) in P (atm ) out P (atm ) Q(cc/sec) g K md Q/A L P

    10 1.5765 0.8961 0.5204 7.4483 0.0472 0.1115

    20 2.2569 0.8961 1.1403 8.1596 0.1035 0.2231

    30 2.9373 0.8961 1.7032 8.1253 0.1546 0.3346

    40 3.6177 0.8961 2.2286 7.9737 0.2023 0.4462

    50 4.2981 .89610 2.8517 8.1624 0.2589 0.5577

    60 4.9785 0.8961 0263 0.66923.3649 8. 0.3055

    70 5.6589 3.8949 7.9631 0.78080.8961 0.3536

    80 6 3.339 .8961 .11 1 0.89230 4.5368 8 6 0.4119

    90 7.0197 0.89 7.9656 8 1.003961 5.0092 0.454

    100 7.7001 0.8961 5.4225 7.7605 0.4923 1.1154

    110 8.3805 0.8961 5.8194 7.5714 0.5283 1.2270

    120 9.0609 0.8961 6.3269 7.5457 0.5744 1.3385

    130 9.7413 0.8961 6.5053 7.1617 0.5906 1.4500

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    Core#1 Dar

    0.0

    0.2

    0.4

    0.6

    0.8

    1.0

    1.2

    1.4

    1.6

    6 0.7

    D P

    3: Non- cy Plot

    / L ( a t m / c m

    )

    0.0 0.1 0.2 0.3 0.4 0.5 0.

    Q/A (cm/s)

    Figure 3.1: Experimental result of non-linearity in flow through Core #13

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    Table 3.2: Result of non-Darcy flow experiment on Core #9Core ID: #9

    ength: 3.55 cm Ambient Pressure 680.03 mmHg = 13.15 psiaL

    Diameter: 3.72 cm Temperature 76 F

    Area: 10.869 Viscosity of 0.017584 cp2cm 2 N

    P ( psi ) (atm ) atm ) Q(cc/sec) md Q/Ain P out P ( g K L P

    10 1.5752 0.8948 0.8218 0.8097 6.984 0.0756

    20 2.2556 0.8948 1.5436 0.6348 6.559 0.1420

    30 2.9360 0.8948 2.3256 0.5221 6.588 0.2140

    40 3.6164 0.8948 3.1546 0.4433 6.703 0.2903

    50 4.2968 .89480 3.9564 0.3852 6.725 0.3640

    60 4.9772 .8948 3406 0.43540 4.7323 0. 6.703

    70 5.6576 5.3447 0.3052 0.49180.8948 6.489

    80 6 0.338 .8948 .27 5 0.57410 6.2402 0 6 6.629

    90 7.0184 0.89 0.2527 0.631548 6.8634 6.481

    100 7.6988 0.8948 7.2812 0.2327 6.188 0.6699

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    Core#9: Non-Darcy Plo t

    0.0

    0.5

    1.0

    1.5

    2.0

    2.5

    0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

    Q/A (cm/s)

    D P / L ( a t m / c m

    )

    Figure 3.2: Experimental result of non-linearity in flow through Core #9

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    Table 3.3: Result of non-Darcy flow experiment on Core #26Core ID: #26

    Length: 4.145 cm Ambient Pressure 680.03 mmHg = 13.15 psia

    Diameter: 3.75 cm Temperature 76 F

    Area: 11.04466 2cm Viscosity of 2 N 0.017584 cp

    P ( psi ) in P (atm ) out P (atm ) Q(cc/sec) g K md Q/A L P

    3 1.0989 0.8948 7.5020 244.19 0.6792 0.0492

    4 1.1669 0.8948 9.6123 234.66 0.8703 0.0657

    5 1.2350 0.8948 10.8631 212.16 0.9836 0.0821

    6 1.3030 0.8948 13.0384 212.20 1.1805 0.0985

    7 1.3711 0.8948 13.9540 194.66 1.2634 0.1149

    8 1.4391 0.8948 15.0940 184.24 1.3666 0.1313

    9 1.5071 0.8948 15.9370 172.92 1.4430 0.1477

    10 1.5752 0.8948 16.9085 165.11 1.5309 0.1641

    11 1.6432 0.8948 18.2907 162.37 1.6561 0.1806

    12 1.7113 0.8948 19.3436 157.41 1.7514 0.1970

    13 1.7793 0.8948 19.8288 148.95 1.7953 0.2134

    14 1.8473 0.8948 20.9396 146.06 1.8959 0.2298

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    Core#26: Non-Darcy Plot

    0.00

    0.05

    0.10

    0.15

    0.20

    0.25

    0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0

    Q/A (cm/s)

    D P / L ( a t m / c m

    )

    Figure 3.3: Plot of Experimental result of non-linearity in flow through Core #26

    3.4 Problem Statement

    The buildup of the thesis up till now as been to lay the foundation of flow in

    porous media, describe the peculiarities of Darcy and non-Darcy flows, review current

    industry practice and show there inadequacies. This has been a gradual crescendo to the

    petroleum engineering problems this thesis seeks to investigate and proffer a solution to;

    these problems are summarized in the following statements. The inadequacy of Darcys

    law to model fluid flow in reservoirs with high velocity flow profiles and the resultant

    error it propagates in well performance analysis.

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    The traditional use of the rate-dependent skin factor to account for the additional

    pressure loss due to high velocity flows, neglects pressure losses in the reservoir, since it

    only assumes that the losses are important in the vicinity of the well bore, research has

    shown that this is not the case especially in fractured reservoirs.

    There is no proven method of knowing flow regimes in the reservoir; thus

    obfuscating the judgment of a well analyst in flow modeling.

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    CHAPTER IV

    SOLUTION STATEMENT

    4.1 Proposed Solution

    The previous chapters has adequately shown the importance and gravity of the

    non-Darcy flow phenomena, and highlighted the scenario where this phenomenon occurs

    in the prospect of oil and gas. The obvious limitations of the Darcys law as a flow

    modeling equation for these scenario is evident.

    The proposed solution is to integrate the Darcy-Forchheimer equation into the

    flow modeling equation for non-linear (high velocity flows), and use the developedequation to model fluid flow in the reservoir, especially for non-linear flows. The

    productivity index of the well is then calculated using this model, with the objective that

    a more representative well productivity will be obtained in these scenarios.

    4.2 Derivation of the Mathematical Model

    In chapter 1, the three fundamental equations required to model fluid flow in any

    media were stated as:

    a) Continuity equation (Law of conservation of mass)

    b) Equation of state

    c) Equation of motion/dynamics (Flow Equation)

    The derivation of the non-linear mathematical flow equation is given below:

    The continuity equation, assuming constant porosity is given by,

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    0)( =+

    vdivt

    r

    (4.1)

    )( vdivt

    r

    =

    vvdivt

    rr 1)(

    =

    (4.2)

    From product rule,

    x P

    P x

    t P

    P t

    =

    =

    Substituting these expressions in equation (4.2) above,

    ,

    )(

    g Simplifyin

    v x P

    P vdiv

    t P

    P rr

    =

    P vvdivt

    P =

    rr 11 )( (4.3)

    Equation (3) above is the final form of the continuity equation used.

    The equation of flow is the Darcy-Forchheimer equation given by:

    2vvk dx

    dp +=

    And in vector form as, letk

    = , then the expression becomes

    P vvv =+ rrr

    0=++ vvv P rrr

    (4.4)

    The equation of state is given by the expression;

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    (4.5) 1' =

    Where ( is the compressibility))(0 01 P P e

    = 1

    Equations (3), (4) and (5) are the three governing equations to be used in the derivation of

    the mathematical framework for the model.

    The vector velocity ),( t xvr

    cannot be uniquely represented as a function of the pressure

    gradient , we assume an approximation given by; P

    P P f vvvvv === )(),,( 321 rr

    Correspondingly,

    P P f v = )(

    Substituting these in the Darcy-Forchheimer equation, equation (4) above,

    0)))(()((1(

    0)(.)())((

    2 =++

    =++

    P P f P f P

    P P f P P f P P f P

    This is a form of a quadratic equation, therefore solving for )( P f , and taking only the

    positive root as the valid solution to the equation, this results in

    P

    P P f

    ++=

    2

    4)(

    2

    Multiplying the numerator and the denominator by ( ) P ++ 42 , results in

    P P f

    ++=

    42)(

    2 (4.6)

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    Equation (6) above is a solution of the velocity vector vr

    of the Darcy-Forchheimer

    equation.

    The continuity equation for slightly compressible fluid from equation (4.3), is given by

    )(' vdivt

    P r =

    (4.7)

    For slightly compressible fluids, the term ( P v r1 ) is negligible,

    Substituting Darcy-Forchheimer parameters into equation (4.7), results in

    ))(( P P f divt

    P =

    (4.8)

    This is the form of the partial differential equation (PDE) that is used to model the non-

    linear Darcy-Forchheimer flow in porous media.

    In developing this model, the following assumptions have been made:

    a. Pressure independent rock and fluid properties

    b. Homogenous and isotropic porous medium with uniform thickness

    c. Negligible gravity forces

    4.3 Description of the Simulator

    The software used in solving the PDE above is called COMSOL Multiphysics. It

    a commercial package used in solving systems of partial differential equations (PDE),

    typically seen in scientific and engineering problems. The solution of the PDE is based

    on the finite element method (FEM) scheme for solving PDEs. The software runs the

    finite element analysis with adaptive meshing and error control using a variety of

    numerical solvers.

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    In COMSOL Multiphysics, PDEs can be described in three ways;

    a) Coefficient form: Suitable for linear or nearly linear models

    b) General form: Suitable for nonlinear models

    c) Weak form: For PDEs on boundaries, edges or points or for models with

    mixed space and time derivatives.

    The coefficient form of PDE model was used for solving the Darcy-Forchheimer

    nonlinear model, in this thesis.

    4.4 Numerical Computation and AlgorithmThe Darcy-Forchheimer model was applied to different reservoir geometry to

    evaluate the productivity indexes of these reservoirs. A comparison is made between the

    cases when Darcys law is used versus when the Darcy-Forchheimer model was used to

    model flow in the reservoir. The reservoir geometry used were obtained from reservoir

    geometries for which shape factors have been obtained for pseudo-steady state

    productivity index calculation as stated in chapter. The flow chart in figure 4.1 is a

    diagrammatic representation of the steps used in solving the model, using COMSOL

    Multiphysics.

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    49

    Define form of PDE

    Draw Reservoir andWell Geometry

    Define BoundaryConditions and InitialValues of Parameters

    Input Solve ParametersSelect Solver Type

    Generate Plot of OutputData in EXCEL

    Enter ModelingEquation and

    Reservoir Domain

    Input Values of Constantsand Parameters

    Read off Output DataPressure

    Productivity Index (PI)

    Is Output:same?

    End ofRoutine

    Define Grid Size(Initialize or Refine Grid

    Mesh Size)

    NO

    YES

    Figure 4.1: Flow Chart of Numerical Computation

    COMSOLMultiphysics

    Initialize

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    4.5 Laboratory Measurement of Beta Factor

    The Laboratory measurement of the Beta factor was done by first measuring the

    absolute permeability of the core samples used in the experiments then increasing the

    pressure drop across the cores at an ever increasing pressure differential while measuring

    the flow rate. The experimental set up is shown diagrammatically in figure 4.2 below.

    A linear version of the Forchheimer equation was then used to calculate the

    coefficient of inertial resistance, beta. (This procedure is described by Dake 8 in his book,

    Fundamentals of Reservoir Engineering, page 259).

    Figure 4.2: Experimental setup for permeability and factor measurements

    The experimental procedure used is presented diagrammatically flow in figure 4.3 below.

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    51

    Start

    Measure porosity of core samplesusing helium porosimeter

    Prepare core samples formeasurement

    Sort cores intogroups according

    to porosities

    Use Klinkenberg correction to obtainabsolute permeability (K L)

    Measure gas permeability (K g) usingnitrogen gas at low pressures (flow rate)

    Are porosities insame range?

    += v

    k dxdP

    v

    2

    1

    Apply increasing pressure differentials across coresample and record flow rate

    Obtain beta factor fromDarcy-Forchheimer equation

    End

    Plot beta as a function ofabsolute K on a Log-Log graph

    Express beta as a function ofabsolute permeability K

    No

    Yes

    k C =

    Figure 4.3: Procedure for Laboratory Measurement of Factor

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    The absolute permeability of the cores was obtained by first measuring gas

    permeability using nitrogen gas, and then applying the Klinkenberg correction to obtain

    the absolute permeability of the core samples.

    Initially 26 core samples were sampled for the experiments, but after measuring

    the core porosities, it was decided to carry out permeability measurement only on ten

    core samples sorted based on their porosities and initial permeability tests. Table 4.1

    below is the spreadsheet used for the porosity calculations. Porosity was measured using

    the Helium porosimeter.

    Table 4.1: Porosity, physical properties and Lithology of core samples usedLithology

    Core ID#

    Diameter(cm)

    Length(cm)

    Bulk Volume(cc) Porosity

    Sandstone 1 3.720 3.4650 37.660 0.1829Sandstone 2 3.720 3.6500 39.671 0.0909Sandstone 3 3.700 3.6100 38.815 0.1730Sandstone 4 3.740 3.9650 43.559 0.1420Sandstone 5 3.720 3.4400 37.388 0.1699Sandstone 6 3.720 3.3000 35.867 0.1812Sandstone 7 3.720 3.4000 36.953 0.1247Sandstone 8 3.720 3.9450 42.877 0.1246Sandstone 9 3.720 3.5500 38.584 0.1838

    Sandstone 10 3.725 3.2800 35.745 0.1850Sandstone 11 3.700 5.0800 54.621 0.1017Sandstone 12 3.700 5.5950 60.158 0.0756Sandstone 13 3.745 6.1000 67.193 0.1377Sandstone 14 3.740 5.1500 56.577 0.1323Sandstone 15 3.745 3.9400 43.400 0.1030Sandstone 16 3.745 5.6400 62.126 0.1050Sandstone 17 3.745 6.2700 69.065 0.0812Carbonate 18 3.755 6.2000 68.660 0.0629Carbonate 19 3.740 5.1000 56.028 0.1402Carbonate 20 3.745 3.2300 35.579 0.0166Carbonate 21 3.800 5.7700 65.438 0.1114Carbonate 22 3.750 4.9400 54.561 0.1340Carbonate 23 3.780 5.4400 61.048 0.1368Carbonate 24 3.750 5.0000 55.223 0.0819Carbonate 25 3.770 4.4250 49.395 0.1457Carbonate 26 3.750 4.1450 45.780 0.0992

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    The core samples were ranked based on their porosities and an initial permeability

    measurement done on the core samples to select the cores that were used in the final

    analysis. The core selection is given the table 4.2 below.

    Table 4.2: Porosity ranking and cores used for permeability measurementsLitholo gy Core # Porosity CommentsSandstone 10 0.1850Sandstone 9 0.1838Sandstone 1 0.1829Sandstone 6 0.1812Sandstone 3 0.1730Sandstone 5 0.1699Carbonate 25 0.1457Sandstone 4 0.1420Carbonate 19 0.1402Sandstone 13 0.1377Carbonate 23 0.1368Carbonate 22 0.1340Sandstone 14 0.1323Sandstone 7 0.1247Sandstone 8 0.1246Carbonate 21 0.1114Sandstone 16 0.1050Sandstone 15 0.1030Sandstone 11 0.1017Carbonate 26 0.0992 Highly Fractured

    Sandstone 2 0.0909Carbonate 24 0.0819Sandstone 17 0.0812Sandstone 12 0.0756Carbonate 18 0.0629Carbonate 20 0.0166 Fractured

    Core #26 was selected because it is highly fractured and it will serve as a good candidate

    to investigate non-Darcy flow in fractured reservoir.

    The absolute permeability of the core samples is given in table 4.3 below; the results and

    analysis of the laboratory measurements are given in appendix A.

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    Table 4.3: Porosity and Permeability of Core samples used in factor experimentCore ID Porosi ty Permeabil ity (md)

    10 0.1850 5.3625

    9 0.1838 6.1820

    1 0.1829 5.04866 0.1812 1.7786

    3 0.1730 3.8944

    25 0.1457 2.1851

    13 0.1377 7.5883

    23 0.1368 3.2689

    22 0.1340 0.8449

    26 0.0992 160.39

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    CHAPTER V

    RESULTS OF NUMERICAL COMPUTATIONS

    The results of numerical computations using COMSOL Multiphysics, is presented

    in this chapter. Different reservoir geometry and well configurations were used in the

    computations. The dimensions of the reservoir and the well are given for each of the

    geometry used in the computation.

    5.1 Horizontal Well in a Rectangular Reservoir

    The first geometry used in the numerical computation is a horizontal drain-hole ina rectangular reservoir. Figure 5.1 shows the location of the horizontal drain-hole relative

    to the boundaries of the reservoir, as shown it is located in the center of the reservoir. The

    dimensions used for the computation are stated below.

    Dimensions: Length = 800 meters

    Width = 400 meters

    Well radius = 15 cm (6 inches)

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    Figure 5.1: Geometry of the Horizontal Drain in a Rectangular reservoir (Geometry 5.1)

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    The results of the numerical computations of geometry 5.1 are given in table 5.1.

    It is the result of the variation of the calculated productivity index of the reservoir

    geometry as length of the horizontal drain-hole and factor are varied for the geometry.

    Table 5.1: Productivity Index at different drain-hol